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Study on Improvement in High Temperature Properties of SAE 51431 Steel

机译：SAE 51431钢高温性能改善研究

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T. Fujiwara; A. Arakawa;
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年度 1962
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1. Improvement of formability and tensile mechanical properties of SAE 970X steel by controlled rolling process [J] . Mohammad Masoumi, Edwan Anderson Ariza Echeverri, Cleiton Carvalho Silva, Journal of Materials Research and Technology . 2019,第1期

机译：通过控制轧制工艺改善SAE 970X钢的可成形性和拉伸机械性能
2. Improvement of sensitization of austenitic stainless steel weld metals by laser surface melting treatment: Study of low-temperature sensitization of austenitic stainless steel weldments and improvement by laser surface melting treatment (3rd report) [J] . K.Nishimoto, H.Mori Welding International . 1998,第4期

机译：通过激光表面熔化处理提高奥氏体不锈钢焊接金属的敏化度：奥氏体不锈钢焊件的低温敏化研究和通过激光表面熔化处理的改进（第三次报告）
3. A comparison of bending-fatigue properties of surface-induction-hardened SAE 1045 bar steels with and without vanadium and the influence of comparable low-temperature induction-tempering and furnace-tempering treatments [J] . Steven W. Thompson, Venkkateesh Parthasarathi, Kip O. Findley Materials Science and Engineering . 2021,第Mara11期

机译：表面诱导 - 硬化SAE 1045钢弯曲性能与钒的弯曲疲劳性能的比较及相当低温诱导炉回火处理的影响
4. Fatigue Properties of Steels SAE 1045 and SAE 4140 upon Integrated Inductive Heat Treatment and Deep Rolling at Elevated Temperature [C] . Torben Oevermann, Stephanie Saalfeld, Thomas Niendorf, International Conference on Shot Peening . 2017

机译：钢SAE 1045和SAE 4140在升高温度下集成电感热处理和深轧时的疲劳性能
5. Temperature measurement in orthogonal machining of SAE 1015 steel using an infrared camera. [D] . Bhome, Amol Avinash. 2004

机译：使用红外热像仪对SAE 1015钢进行正交加工时的温度测量。
6. Tensile property improvement of TWIP-cored three-layer steel sheets fabricated by hot-roll-bonding with low-carbon steel or interstitial-free steel [O] . Jaeyeong Park, Jung-Su Kim, Minju Kang, -1

机译：通过低碳钢或无间隙钢热轧结合制成的TWIP芯三层钢板的拉伸性能提高
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。

Study on Improvement in High Temperature Properties of SAE 51431 Steel

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